FilePasteClipboard'Homesize.NDocument - WordPadViewCalibri▼ 24B I U als X.x A+2I.1 12.1 3 14 1 5.1TIMFontTA A E-=-TParagraphEditing6171819 10 11 12 13 14 15 1MThe ground speed of the aircraft is 220 km/hr.InsertA flight mission is to be planned for an area of 14 km x 8 kmThe mean scale is 1: 13500.Average ground elevation is 370 m.1The aircraft is fitted with a camera of focal length 20 cm.Findabac ReplaceSelect allThe format of photograph is 230 mm x 230 mm.100%Longitudinal and side overlap are 60% and 30% respectively.X

Answered: Image /qna-images/answer/cd279bd1-9128-4f6c-a79d-8ff110a93257.jpg

A flight mission is to be planned for an area of 14 km x 8 km size. The ground speed of the aircraft is 220 km/hr. The aircraft is fitted with a camera of focal length 20 cm. The mean scale is 1: 13500. Average ground elevation is 370 m. | The format of photograph is 230 mm x 230 mm. Longitudinal and side overlap are 60% and 30% respectively.

A flight mission is to be planned for an area of 14 km x 8 km size. The ground speed of the aircraft is 220 km/hr. The aircraft is fitted with a camera of focal length 20 cm. The mean scale is 1: 13500. Average ground elevation is 370 m. | The format of photograph is 230 mm x 230 mm. Longitudinal and side overlap are 60% and 30% respectively.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Kindly answer this, this is in the surveying subject. Thankyou in advance have a nice day! (your explantion) -How to enclose a close traverse? -What is traversing in surveying and what is the importance of this subject in agricultural and biosystem engineering
When conducting traverse surveys, what are the two laws that are often used to correct the misclosure of the vertical and horizontal distances? (Check) 2 (multiple choice questions) □ A. Theodolite law, suitable for distance and angle accuracy B. Compass rule, suitable for distance measurement accuracy far worse than angle measurement accuracy C. Compass law, suitable for distance and angle accuracy □ D. Theodolite law, suitable for distance measurement accuracy far worse than angle measurement accuracy
Find upto what vertical angle in stadia work, a sloping distance may be assumed to be horizontal so that error may not exceed 1 in 350? The instrument is fitted with anallactic lens and staff is held vertical.
A flagpole appears in two successive photographs taken at an altitude of 2,000 m above datum. The focal length of the camera is 120 mm and the Length of the air base is 200 m. The parallax for the top of the pole is 52.52 mm and for the bottom is 48,27 mm. Find the difference in elevation between the top and the bottom of the pole,
When using an optical instrument, such as an Automatic Level, you should focus on: Question 11Select one: A. The image B. The cross hairs Incorrect C. The mirrors D. Both a and b
A backsight is taken on a benchmark of rod reading of 1.30 meters, vertical angle of 22° 30’, and slope distance distance from instrument of 57.6 m. A foresight is taken on a point A with rod reading of 0.80 m., vertical angle of 8° 15’, and a horizontal distance of 40.50 m from the instrument. If the height of instrument is 1.20 m. having a ground elevation of 537.98 m., determine the elevation BM and point A disregarding the effect of curvature and refraction.
Determine the y-coordinate of the centroid of the shaded area. y 0.25h 69° 69° Answer:y = i h Save for Later Attempts: 2 of 3 used Submit Answer
C. Stadia Formula: D. D = (f/i)s + (f+c) Percentage Error: % Error Length Width observed value - actual value x 100 actual value COMPUTATIONS: SKETCH: Stadia Intercept 0.29 m 0.15 m Horizontal Distance Stadia Method Distance Tape Method Distance 28.8 m 15.08 m (Show computations on the computed horizontal distance using stadia formula and the percentage of error.) % Error (Draw a top view of a basketball court based on the data (taped distance) given data and don't forget to label its dimensions.)
1. Sometimes in leveling across topographic features such as rivers, it is difficult or may be utilized at such impossible to keep back sights and foresights short and equal. locations. 2. The most common method of determining difference in elevation, in this method a telescope with suitable magnification is used to read graduated rods held on fixed points. A horizontal line of sight within the telescope is established by means of a level vial or automatic compensator. 3. It is a leveling that consists in making rod readings on the upper, middle and lower crosshairs. 4. This leveling is useful in investigating and selecting the most economical grade, location, and depth for sewers, pipelines, tunnels, irrigation ditches, and other projects. 5. leveling is used where difficult terrain, such as mountainous areas, precludes the use of conventional differential leveling.
SITUATION 8 Find the head light distance for a speed of 65 kph. Given f = 0.36, t = 2.5 seconds. %3D
) On a truly vertical aerial photograph, whose focal length is 100.00 mm, the base ofthe corner of a vertical building appears 50.00 mm from the principal point. The top of thesame corner of the building is measured to the 51.00 mm from the principal point. It has 2been determined that the flight altitude of the camera above the ground at the base of thebuilding is 8000.0 ft. What is the height of the building?
A backsight reading of 2.73 m is taken on point A and subsequently a foresight reading of 1.35 m is taken on point B from a level station established midway between the points. The difference in elevation between points A and B is